Connection method and connection structure between box-shaped steel pipe column and shear wall end column

Abstract

The invention discloses a connecting method and a connecting structure for a box-type steel pipe column and a shear wall end post. The connecting method comprises the following steps: the box-type steel pipe column is provided; a plurality of shear resisting connecting bonds are fixedly connected onto one side of the box-type steel pipe column; a rebar structure for bonding a shear wall end post enables the vertical rebar part of the shear wall end post to be arranged in the shear resisting connecting bonds in a penetrating manner; form erecting is performed and the shear wall end post is poured. A row of shear resisting connecting bonds is fixed at a side part of the box-type steel pipe column, the vertical rebar part of the shear wall end post is arranged into the shear resisting connecting bonds in a penetrating manner, and a plurality of composition steel bars are arranged in the shear wall end post in a matching manner, so the shear wall end post is tightly buckled onto the shear resisting connecting bonds, and meanwhile, a reliable connection effect of shear resisting and pulling resisting between shear resisting connecting bonds and the shear wall end post can be played. The connecting strength between the box-type steel pipe column and the shear wall end post can be enhanced, the entire anti-seismic property of the structure is enhanced, and compared with a like method, the method provided by the invention has the advantages that the on-site construction difficulty is low, the construction quality is high, the working period is shortened and the cost is reduced.

Description

technical field [0001] The invention relates to the field of engineering construction, in particular to a connection method and a connection structure suitable for a box-shaped steel pipe column and a shear wall end column in a cast-in-place steel-concrete composite structure. Background technique [0002] The seismic performance of shear wall structures plays a vital role in the safety and reliability of high-rise buildings, but the disadvantage of concrete shear walls is that the ductility of concrete walls is poor. Although the use of box-shaped steel pipe columns has improved the performance of the structure, how to effectively connect them with the concrete shear walls and make the two coordinate work has become a difficult problem. There are many connection nodes between the box-shaped steel pipe column and the end column of the concrete shear wall, and the construction is difficult. The connection between traditional box-shaped steel columns and shear wall end column...

AI Technical Summary

Problems solved by technology

When the traditional shear wall end column stirrup or horizontal bar is connected with the box-shaped steel pipe column, it cannot be rotated in place, and the construction is difficult

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